Estimated Quantities -- Letting June 18, 2021 Quantities ......Jun 18, 2021 · 247.000 ton 307-01.21 asp. conc. mix(pg70-22) (bpmb-hm) gr. a-s 8.000 ton 307-02.01 asphalt concrete

Estimated Quantities -- Letting June 18, 2021

Quantities shown are for information only and should not be used for bidding purposes. The official bid filesshould be obtained from www.bidx.com

Contract ID CNV236 - CARROLL

CNV236Contract ID:

June 18, 2021 10:00 AMLetting Date: Projects:

Counties: CARROLL

District: DBE Goal Percent: 6.00

Contract Time:

Description: The resurfacing on S.R. 105 from near Park Street (L.M. 5.45) to S.R. 77 (L.M. 9.07).

DT - 10/31/2021

STP/HSIP-105(16)09016-3207-94

STP/HSIP-105(16)09016-8207-14

Item No. Description Quantity Units

202-03.01 REMOVAL OF ASPHALT PAVEMENT 250.000 S.Y.

203-06 WATER 9.000 M.G.

208-01.05 BROOMING & DEGRASSING SHOULDERS 7.120 L.M.

303-02 MINERAL AGGREGATE, TYPE B BASE, GRADING(DESCRIPTION) (D)

1,109.000 TON

307-01.01 ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM)GRADING A

115.000 TON

307-01.10 ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM)GRADING C-W

5,084.000 TON

403-01 BITUMINOUS MATERIAL FOR TACK COAT (TC) 25.000 TON

415-01.01 COLD PLANING BITUMINOUS PAVEMENT 4,471.000 TON

701-02.01 CONCRETE CURB RAMP (RETROFIT) 456.000 S.F.

705-02.10 GUARDRAIL TRANSITION 27IN TO 31IN 2.000 EACH

705-04.09 EARTH PAD FOR TYPE 38 GR END TREATMENT 1.000 EACH

705-06.20 TANGENT ENERGY ABSORBING TERM MASH TL-3 1.000 EACH

705-06.30 GR TERMINAL (ENERGY ABSORBING) MASH TL-2 1.000 EACH

712-01 TRAFFIC CONTROL (1) LS



712-06 SIGNS (CONSTRUCTION) 1,108.000 S.F.

713-02.21 SIGN POST DELINEATION ENHANCEMENT 36.000 L.F.

713-11.02 PERFORATED/KNOCKOUT SQUARE TUBE POST 262.000 LB.

713-13.02 FLAT SHEET ALUMINUM SIGNS (0.080" THICK) 10.000 S.F.


713-15 REMOVAL OF SIGNS, POSTS AND FOOTINGS (1) LS

713-15.02 REMOVAL & RELOCATION OF SIGN & SUPPORT 1.000 EACH

716-01.21 SNOWPLOWABLE RAISED PAVEMENT MARKERS(BI-DIR) (1 COLOR)

250.000 EACH

716-01.30 REMOVAL OF SNOWPLOWABLE REFLECTIVEMARKER

235.000 EACH

716-02.05 PLASTIC PAVEMENT MARKING (STOP LINE) 175.000 L.F.

716-02.06 PLASTIC PAVEMENT MARKING (TURN LANEARROW)

4.000 EACH

716-03.02 PLASTIC WORD PAVEMENT MARKING (RXR) 2.000 EACH

716-03.03 PLASTIC WORD PAVEMENT MARKING (STOPAHEAD)

3.000 EACH

716-05.20 PAINTED PAVEMENT MARKING (6" LINE) 14.680 L.M.

716-09.79 THERMOPLST PVMT MARK PROFILE LINE(4") 7.340 L.M.

716-12.02 ENHANCED FLATLINE THERMO PVMT MRKNG (6INLINE)

7.340 L.M.

717-01 MOBILIZATION (1) LS

( ) Item will be bid as lump sum.


CNV213Contract ID:


Counties: CARROLL


Contract Time:

Description: The resurfacing on S.R. 424 from U.S. 70 (S.R. 1) (L.M. 0.00) to near Cook Road (L.M. 5.60).

DT - 10/31/2021

STP/HSIP-424(11)09023-3218-94

STP/HSIP-424(11)09023-8218-14



203-06 WATER 12.000 M.G.


303-02 MINERAL AGGREGATE, TYPE B BASE, GRADING(DESCRIPTION) (C OR D)

1,651.000 TON


115.000 TON

307-01.08 ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM)GRADING B-M2

120.000 TON

307-01.10 ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM)GRADING C-W

6,618.000 TON


411-12.04 SCORING FOR RUMBLE STRIPE (NON-CONTINUOUS) (4IN WIDTH)

8.300 L.M.








370.000 EACH



716-01.22 SNOWPLOWABLE RAISED PAVMENT MARKERS(MONO-DIR)(1 COLOR)

5.000 EACH



1.000 EACH



10.600 L.M.

716-13.02 SPRAY THERMO PVMT MRKNG (60 mil) (6IN LINE) 11.200 L.M.



Contract ID CNV214 - CARTER

CNV214Contract ID:


Counties: CARTER


Contract Time:

Description: The reconstruction on S.R. 91 Ext from U.S. 321 (S.R. 67) (L.M. 3.39) to U.S. 19E (S.R. 37)(L.M. 7.39), and signal upgrades on U.S. 19E (S.R. 37) at the intersection of U.S. 321 (S.R.67, S.R. 91) (L.M. 22.00).

DT - 7/30/2022

STP-M-NH-37(23)10003-3269-94

HPP/STP-91(31)10066-3205-14


105-01 CONSTRUCTION STAKES, LINES AND GRADES (1) LS

201-01 CLEARING AND GRUBBING (1) LS

202-01.01 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (1) LS

202-01.02 REMOVAL OF ASBESTOS (1) LS

202-03 REMOVAL OF RIGID PAVEMENT, SIDEWALK, ETC. 195.000 S.Y.

202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(CATCH BASIN, MANHOLES)

(1) LS

202-06.01 REMOVAL OF BUILDINGS (TRACT NO.) (TRACT NO.21)

(1) LS


(1) LS

202-06.03 REMOVAL OF BUILDINGS (TRACT NO.) (TRACT NO.24A)

(1) LS


(1) LS


(1) LS


(1) LS


(1) LS




(1) LS


(1) LS


(1) LS


(1) LS

203-01 ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED) 6,241.000 C.Y.

203-06 WATER 34.000 M.G.

203-07 FURNISHING & SPREADING TOPSOIL 165.000 C.Y.

204-08.01 BACKFILL MATERIAL (FLOWABLE FILL) 40.000 C.Y.


209-03.20 FILTER SOCK (8 INCH) 450.000 L.F.

209-05 SEDIMENT REMOVAL 1,540.000 C.Y.

209-09.40 CURB INLET PROTECTION (TYPE 1) 98.000 EACH

209-40.30 CATCH BASIN PROTECTION (TYPE A) 4.000 EACH

209-40.41 CATCH BASIN FILTER ASSEMBLY(TYPE 1) 4.000 EACH

303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 2,045.000 TON

303-10.01 MINERAL AGGREGATE (SIZE 57) 4.000 TON


27.000 TON


247.000 TON

307-01.21 ASP. CONC. MIX(PG70-22) (BPMB-HM) GR. A-S 8.000 TON


309.000 TON


203.000 TON

402-01 BITUMINOUS MATERIAL FOR PRIME COAT (PC) 52.000 TON


407-20.05 SAW CUTTING ASPHALT PAVEMENT 360.000 L.F.

411-01.10 ACS MIX(PG64-22) GRADING D 267.000 TON



411-02.10 ACS MIX(PG70-22) GRADING D 1,201.000 TON


607-03.30 18" PIPE CULVERT 1,546.000 L.F.

611-01.02 MANHOLES, > 4' - 8' DEPTH 4.000 EACH

611-01.03 MANHOLES, > 8' - 12' DEPTH 2.000 EACH

611-09.03 CAPPING EXISTING CATCHBASIN 12.000 EACH

611-12.01 CATCH BASINS, TYPE 12, 0' - 4' DEPTH 2.000 EACH

611-12.02 CATCH BASINS, TYPE 12, > 4' - 8' DEPTH 12.000 EACH




701-01.01 CONCRETE SIDEWALK (4 ") 19,079.000 S.F.

701-02 CONCRETE DRIVEWAY 2,303.000 S.F.

701-02.01 CONCRETE CURB RAMP (RETROFIT) 3,122.000 S.F.

701-02.03 CONCRETE CURB RAMP 1,336.000 S.F.

701-99.91 RAISED CONCRETE MEDIAN (1) LS

702-03 CONCRETE COMBINED CURB & GUTTER 387.000 C.Y.

705-08.51 PORTABLE IMPACT ATTENUATOR NCHRP350 TL-3 55.000 EACH

708-02.01 MARKERS (CONCRETE R.O.W. POSTS) 29.000 EACH

709-05.05 MACHINED RIP-RAP (CLASS A-3) 150.000 TON



712-02.02 INTERCONNECTED PORTABLE BARRIER RAIL 2,650.000 L.F.

712-04.01 FLEXIBLE DRUMS (CHANNELIZING) 258.000 EACH

712-06 SIGNS (CONSTRUCTION) 881.000 S.F.

712-07.03 TEMPORARY BARRICADES (TYPE III) 108.000 L.F.

712-08.03 ARROW BOARD (TYPE C) 2.000 EACH






713-14.21 STREET NAME SIGN (RIGID 0.100IN THICK 124.000 S.F.


713-15.07 SUSPENDED FLAT SHEET ALUMINUM SIGN (0.080"THICK)

9.000 EACH

713-16.01 CHANGEABLE MESSAGE SIGN UNIT 5.000 EACH

714-03.01 DIRECT BURIAL CONDUIT (2" PVC, SCHEDULE 40) 110.000 L.F.

714-05.04 PULL BOXES (TYPE C) 2.000 EACH

714-06.06 CABLE (1/C # 4 AWG) 500.000 L.F.

714-08.32 REMOVAL OF LIGHT STANDARD & FOUNDATION 1.000 EACH

714-09.09 LUMINAIRES (DESCRIPTION) (LED) 2.000 EACH


686.000 EACH


530.000 EACH

716-02.03 PLASTIC PAVEMENT MARKING (CROSS-WALK) 607.000 L.F.

716-02.04 PLASTIC PAVEMENT MARKING(CHANNELIZATIONSTRIPING)

1,168.000 S.Y.

716-02.05 PLASTIC PAVEMENT MARKING (STOP LINE) 1,166.000 L.F.


97.000 EACH

716-02.08 PLASTIC PAVEMENT MARKING (8" DOTTED LINE) 820.000 L.F.

716-02.09 PLASTIC PAVEMENT MARKING (LONGITUDINALCROSS-WALK)

1,218.000 L.F.

716-04.01 PLASTIC PAVEMENT MARKING (STRAIGHT-TURNARROW)

1.000 EACH

716-04.05 PLASTIC PAVEMENT MARKING (STRAIGHT ARROW) 7.000 EACH

716-04.12 PLASTIC PAVEMENT MARKING (YIELD LINE) 48.000 S.F.

716-05.04 PAINTED PAVEMENT MARKING (CHANNELIZATIONSTRIPING)

100.000 S.Y.

716-05.05 PAINTED PAVEMENT MARKING (STOP LINE) 500.000 L.F.

716-05.06 PAINTED PAVEMENT MARKING (TURN LANEARROW)

50.000 EACH


716-08.01 REMOVAL OF PAVEMENT MARKING (LINE) 2,000.000 L.F.



716-08.04 REMOVAL OF PAVEMENT MARKING(CHANNELIZATION STRIPING)

300.000 S.Y.

716-08.30 HYDROBLAST REMOVAL OF PAVEMENT MARKING(LINE)

2.000 L.M.

716-08.32 HYDROBLAST REMOVAL OF PAVEMENT MARKING(DESCRIPTION) (STOP LINE)

160.000 L.F.

716-08.33 HYDROBLAST REMOVAL OF PAVEMENT MARKING(DESCRIPTION) (LANE ARROW)

13.000 EACH

716-08.34 HYDROBLAST REMOVAL OF PAVEMENT MARKING(DESCRIPTION) (CHANNELIZATION STRIPING)

280.000 S.Y.


21.000 L.M.


716-13.03 SPRAY THERMO PVMT MRKNG (60 mil) (8INBARRIER LINE)

4,200.000 L.F.


730-01.02 REMOVAL OF SIGNAL EQUIPMENT 4.000 EACH

730-02.09 SIGNAL HEAD ASSEMBLY (130 WITH BACKPLATE) 12.000 EACH

730-02.17 SIGNAL HEAD ASSEMBLY (150 A2H WITHBACKPLATE)

2.000 EACH

730-02.30 SIGNAL HEAD ASSEMBLY (DESCRIPTION) (130 A3WITH BACKPLATE)

7.000 EACH

730-02.31 SIGNAL HEAD ASSEMBLY (DESCRIPTION) (140A1WITH BACKPLATE)

1.000 EACH

730-03.12 AERIAL SPLICE ENCLOSURE 1.000 EACH

730-03.21 INSTALL PULL BOX (TYPE B) 11.000 EACH

730-03.24 INSTALL PULL BOX (FIBER OPTIC-TYPE B) 2.000 EACH

730-03.32 FIBER OPTIC DROP CABLE 20.000 L.F.

730-03.33 FIBER OPTIC SPLICE FUSION 1.000 EACH

730-05.01 ELECTRICAL SERVICE CONNECTION 1.000 EACH

730-05.02 SERVICE CABLE (2 CONDUCTOR, # 8 AWG) 100.000 L.F.

730-05.04 MODIFY EXISTING ELECTRICAL SERVICECONNECTION

1.000 EACH

730-08.02 SIGNAL CABLE - 5 CONDUCTOR 3,351.000 L.F.




730-08.40 INTERCONNECT CABLE - FIBER OPTIC(DESCRIPTION) (12 STRAND-SM)

98.000 L.F.

730-11.01 STEEL CONDUIT RISER ASSEMBLY 1.000 EACH

730-12.02 CONDUIT 2" DIAMETER (PVC) 346.000 L.F.


730-12.14 CONDUIT 3" DIAMETER (JACK AND BORE) 790.000 L.F.

730-13.06 VEHICLE DETECTOR (OPTICALLY ACTIVATEDPRIORITY CONTROL)

4.000 EACH

730-13.08 VEHICLE DETECTOR (DESCRIPTION) (RADARDETECTION - STOP LINE)

8.000 EACH

730-13.09 VEHICLE DETECTOR (DESCRIPTION) (RADARDETECTION - ADVANCE)

6.000 EACH

730-13.10 VEHICLE DETECTOR (DESCRIPTION) (EMERGENCYPREEMPTION)

4.000 EACH

730-15.07 CABINET (DESCRIPTION) (BATTERY BACK-UP) 1.000 EACH

730-15.32 CABINET (EIGHT PHASE BASE MOUNTED) 2.000 EACH

730-16.04 CONTROLLER (ATC) 2.000 EACH

730-23.30 PEDESTAL POLE (DESCRIPTION) (10' -PEDESTRIAN)

8.000 EACH

730-23.36 CANTILEVER SIGNAL SUPPORT (DESCRIPTION) (1MAST ARM @ 38')

1.000 EACH

730-23.37 CANTILEVER SIGNAL SUPPORT (DESCRIPTION) (1MAST ARM @ 44' & 1 @ 68')

1.000 EACH

730-23.39 CANTILEVER SIGNAL SUPPORT (DESCRIPTION) (1MAST ARM @ 64')

1.000 EACH

730-23.96 CANTILEVER SIGNAL SUPPORT (DESCRIPTION) (1@ 65')

1.000 EACH


1.000 EACH


1.000 EACH

730-23.99 CANTILEVER SIGNAL SUPPORT (DESCRIPTION) (1@ 85' W/ EXT. FOR LUMINAIRES)

1.000 EACH

730-26.11 COUNTDOWN PED SGNL HEAD W/AUDIBLE PUSHBUTTON & 15IN SIGN

8.000 EACH

730-35.06 BATTERY BACK-UP AND POWER CONDITIONER 2.000 EACH



730-40 TEMPORARY TRAFFIC SIGNAL SYSTEM 5.000 EACH

740-10.03 GEOTEXTILE (TYPE III)(EROSION CONTROL) 311.000 S.Y.

740-11.01 TEMPORARY SEDIMENT TUBE 8IN 3,853.000 L.F.

801-01 SEEDING (WITH MULCH) 10.000 UNIT

801-03 WATER (SEEDING & SODDING) 6.000 M.G.

803-01 SODDING (NEW SOD) 592.000 S.Y.

805-12.01 EROSION CONTROL BLANKET (TYPE I) 527.000 S.Y.

806-02.03 PROJECT MOWING 4.000 CYCL

303-10.01 MINERAL AGGREGATE (SIZE 57) 3,872.000 TON

714-03.01 DIRECT BURIAL CONDUIT (2" PVC, SCHEDULE 40) 1,630.000 L.F.

714-05.03 PULL BOXES (TYPE B) 8.000 EACH

714-06.05 CABLE (1/C # 6 AWG) 570.000 L.F.

714-06.06 CABLE (1/C # 4 AWG) 3,580.000 L.F.

714-08.09 LIGHT STANDARDS (DESCRIPTION) (45' MH) 6.000 EACH

714-08.10 LIGHT STANDARDS (DESCRIPTION) (30' MH) 2.000 EACH

714-08.20 FOUNDATION (ONLY) FOR LIGHT STANDARD 8.000 EACH

714-08.32 REMOVAL OF LIGHT STANDARD & FOUNDATION 7.000 EACH

714-08.33 REMOVAL OF EXISTING COBRA HEAD LUMINAIRE 45.000 EACH

714-09.09 LUMINAIRES (DESCRIPTION) (LED OFFSET - 168WATT)

24.000 EACH

714-09.10 LUMINAIRES (DESCRIPTION) (LED COBRA - 95 WATTWITH 6' ARM)

5.000 EACH

725-03.36 AS-BUILT PLANS (1) LS

725-03.38 DYNAMIC MESSAGE SIGN 1.000 EACH

790-02.04 POLE 35FT CLASS 5 WOOD 4.000 EACH



790-25.01 3PH CROSSARM SGL 15KV 1.000 EACH

790-25.02 3PH NARROW PROFILE SGL 15KV 1.000 EACH

790-25.06 3PH CROSSARM DBL 15KV 3.000 EACH

790-25.21 3PH CROSSARM DEADEND SGL 15KV 1.000 EACH



790-25.23 3PH CROSSARM DDE 15KV 1.000 EACH

790-30.01 SECONDARY ASSEMBLIES SMALL ANGLE 1.000 EACH

790-30.03 SECONDARY ASSEMBLIES DEADEND 17.000 EACH

790-30.06 SECONDARY CONDUCTOR 6 AL DUPLEX 375.000 L.F.

790-30.13 SECONDARY CONDUCTOR 2 AL TRIPLEX 215.000 L.F.

790-30.14 SECONDARY CONDUCTOR 1/0 AL TRIPLEX 120.000 L.F.

790-30.21 SECONDARY CONDUCTOR 2 AL QPLEX 170.000 L.F.

790-32.01 DOWN GUY - THROUGH BOLT TYPE 11.000 EACH

790-32.07 OH GUY - THROUGH BOLT TYPE 7.000 EACH

790-32.23 GUY GUARD 11.000 EACH

790-33.03 SCREW TYPE ANCHOR 6,000LB-8,000LB 11.000 EACH

790-40.39 OH COND 4/0 7 AAC OXLIP 660.000 L.F.

790-40.46 OH COND 556.5 19 AAC DAHLIA 1,980.000 L.F.

790-42.12 CONDUIT - POLE MTD - 2IN SCH 80 PVC 325.000 L.F.

790-52.04 15KVA 1PH OH XFORMER 7.2KV 120/240 2.000 EACH

790-52.06 25KVA 1PH OH XFORMER 7.2KV 120/240 1.000 EACH

790-68.01 POLE GROUND ROD TYPE 13.000 EACH

790-68.10 MISCELLANEOUS ASSEMBLIES 3.000 EACH

790-98.01 REMOVE WIRE 9,265.000 L.F.

790-98.02 REMOVE POLES 24.000 EACH

790-98.03 REMOVE FRAMING/ASSOCIATED APPARATUS 125.000 EACH

791-03.02 2IN HDPE GAS MAIN 1,035.000 L.F.

791-04.02 HDD 2IN PE PIPE - UNCONSOLIDATED 360.000 L.F.

791-06.02 CONNECT TO 2IN EX. PE MAIN 4.000 EACH

791-06.31 CONNECT TO 2IN EX. STL MAIN W/ STOPPLE 1.000 EACH


791-07.01 2IN PE GAS VALVE ASSEMBLY 4.000 EACH

791-07.08 (__)IN PE GAS VALVE ASSEMBLY (3/4) 1.000 EACH

791-07.20 ADJUST EXISTING VALVE BOX 1.000 EACH

791-08.07 3/4IN PE SERVICE PIPE 300.000 L.F.



791-09.05 RESTORE ASPHALT 35.000 S.Y.

791-09.06 RESTORE CONCRETE 1.000 S.Y.

791-10.01 RETIRE IN PLACE 3/4IN SERV CUT & PLUG 6.000 EACH

791-10.10 RETIRE GAS MAIN (1) LS


793-01.40 ANCHOR 3/4IN 9.000 EACH

793-02.08 GUY WIRE 10M OR 3/8IN 9.000 EACH

793-02.92 OVERHEAD GUY WIRE (DESCRIPTION) (10M OR3/8IN)

4.000 EACH

793-03.01 25 PAIR GROUP AERIAL SPLICE 64.000 EACH

793-03.03 10M STRAND 240.000 L.F.

793-03.16 200 PAIRCABLE 30.000 L.F.

793-03.17 300 PAIR CABLE 260.000 L.F.

793-04.02 2 PAIR AERIAL DROP 480.000 L.F.

793-04.06 READY ACCESS CLOSURE 5.000 EACH

793-04.08 TRANSFER AERIAL CABLE 10.000 EACH

793-04.09 TRANSFER AERIAL DROP 2.000 EACH

793-04.12 UNDERGROUND SPLICE CLOSURE 3.000 EACH

793-11.13 BURIED RISER GUARD 6.000 EACH

793-11.17 COMPOSITE HANDHOLE 5FTX3FTX3FT 3.000 EACH

793-12.05 200 PAIR UG CABLE 535.000 L.F.

793-12.06 300 PAIR UG CABLE 90.000 L.F.

793-12.08 600 PAIR UG CABLE 285.000 L.F.

793-13.06 25 PAIR GROUP UG SPLICE 40.000 EACH

793-13.17 2 DUCT FORMATION @ 36IN DEPTH 355.000 L.F.

793-14.01 SAND ENCASEMENT PER DUCT 710.000 L.F.

793-14.12 1 1/4IN INNERDUCT 1,710.000 L.F.

793-16.04 DIRECTIONAL BORE 4IN/FLEX SLEEVE 600.000 L.F.

793-98.01 REMOVE AERIAL CABLE AND WIRE 5,260.000 L.F.

793-98.04 REMOVE POLES ALL SIZES 15.000 EACH



793-98.08 REMOVE ANCHOR (ANY SIZE) 1.000 EACH

795-01.03 6IN DIP RESTRAINED JOINT WATER LINE 300.000 L.F.

795-01.04 6IN DIP SLIP JOINT WATER LINE 860.000 L.F.




795-01.16 18IN DIP SLIP JOINT WATER LINE 2,645.000 L.F.

795-06.01 CONNECT TO 2IN WATER LINE 9.000 EACH




795-08.01 2IN GATE VALVE ASSEMBLY 8.000 EACH





795-09.01 3/4IN WATER SERVICE METER ASSEMBLY 21.000 EACH

795-09.02 1IN WATER SERVICE METER ASSEMBLY 10.000 EACH

795-09.12 2IN COPPER SERVICE PIPE 125.000 L.F.

795-09.24 TI OF 2IN HDPE CASING FOR SERVICE PIPE-UNCON 200.000 L.F.

795-09.29 1IN COPPER SERVICE PIPE 500.000 L.F.

795-10.05 2IN AUTO AIR RELEASE VALVE ASSEMBLY 2.000 EACH

795-11.01 BLOW-OFF ASSEMBLY 2.000 EACH

795-11.02 FIRE HYDRANT ASSEMBLY 4.000 EACH

795-12.01 REMOVE FIRE HYDRANT 2.000 EACH

795-12.02 REMOVAL OF EXISTING LINE (1) LS

797-05.02 8IN DIP GRAVITY SEWER 6FT-12FT DEPTH 2,020.000 L.F.

797-05.05 10IN DIP GRAVITY SEWER 0FT-6FT DEPTH 250.000 L.F.

797-05.14 16IN DIP GRAVITY SEWER 6FT-12FT DEPTH 60.000 L.F.

797-07.02 48IN MANHOLE 4FT-6FT DEPTH 1.000 EACH





797-08.05 6IN PVC PIPE FOR SERVICE LATERAL 340.000 L.F.

797-08.08 6IN CLEAN OUT ASSEMBLY 17.000 EACH

797-10.02 CONNECT 8IN SEWER TO EXIST. MANHOLE 1.000 EACH

797-10.06 CONNECT 6IN LATERAL TO SEWER LINE 17.000 EACH

797-10.09 CONNECT EX. 8IN SEWER TO NEW MANHOLE 2.000 EACH

797-10.10 CONNECT EX.10-18IN SEWER TO NEW MANHOLE 3.000 EACH

797-11.25 RETIREIN PLACE 48IN MANHOLE 8.000 EACH

797-11.31 RETIREIN PLACE EXISTING SEWER 8IN-14IN 2,025.000 L.F.

797-11.38 BY-PASS PUMPING (1) LS


Contract ID CNV077 - COFFEE

CNV077Contract ID:


Counties: COFFEE


Contract Time:

Description: The grading, drainage and paving on Interstate Drive from S.R. 53 to west of the Caney Forkand Western Railroad (L.M. 0.00 to L.M. 0.820).

DT - 11/30/2021

STP-M-9207(20)16951-3572-54





203-02.01 BORROW EXCAVATION (GRADED SOLID ROCK) 10.000 TON

203-04 PLACING AND SPREADING TOPSOIL 23.000 C.Y.

203-06 WATER 7.000 M.G.

209-05 SEDIMENT REMOVAL 84.000 C.Y.

209-08.02 TEMPORARY SILT FENCE (WITH BACKING) 500.000 L.F.

209-08.03 TEMPORARY SILT FENCE (WITHOUT BACKING) 4,765.000 L.F.

209-08.07 ROCK CHECK DAM 88.000 EACH

209-08.08 ENHANCED ROCK CHECK DAM 4.000 EACH





941.000 TON


402-02 AGGREGATE FOR COVER MATERIAL (PC) 48.000 TON



415-01.02 COLD PLANING BITUMINOUS PAVEMENT 12,623.000 S.Y.


Item No. Description Quantity UnitsS.Y.

607-39.02 18" PIPE CULVERT (SIDE DRAIN) 476.000 L.F.




611-07.31 18IN ENDWALL (SIDE DRAIN) 18.000 EACH




611-07.64 36IN ENDWALL (CROSS DRAIN) 4:1 1.000 EACH



705-06.01 W BEAM GR (TYPE 2) MASH TL-3 696.000 L.F.


705-08.11 PORTABLE IMPACT ATTENUATOR NCHRP350 TL-3 2.000 EACH

707-08.11 HIGH-VISIBILITY CONSTRUCTION FENCE 235.000 L.F.




712-02.02 INTERCONNECTED PORTABLE BARRIER RAIL 160.000 L.F.




712-09.04 REMOVABLE PAVEMENT MARKING (STOP LINE) 38.000 L.F.






716-01.11 RAISED PVMT MARKERS (BI-DIRECTIONAL) (1COLOR LENS)

109.000 EACH






16.000 EACH




716-13.10 SPRAY THERMO PVMT MRKNG (40 mil) (6IN DOTTEDLINE)

70.000 L.F.


730-01.04 MODIFICATION OF EXISTING TRAFFIC SIGNALEQUIPMENT

(1) LS

740-06.01 GEOMEMBRANE 135.000 S.Y.


740-10.04 GEOTEXTILE (TYPE IV)(STABILIZATION) 63.000 S.Y.



801-01.07 TEMPORARY SEEDING (WITH MULCH) 322.000 UNIT


803-01 SODDING (NEW SOD) 4,307.000 S.Y.


Contract ID CNV215 - DAVIDSON

CNV215Contract ID:


Counties: DAVIDSON

District: DBE Goal Percent:

Contract Time:

Description: The repair of bridges on I-24 over Claylick Court (L.M. 6.64).

DT - 11/30/2021

NA19001-4150-04



303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 2.000 TON


322.000 TON

604-02.03 EPOXY COATED REINFORCING STEEL 10,047.000 LB.

604-04.02 APPLIED TEXTURE FINISH (EXISTINGSTRUCTURES)

660.000 S.Y.

604-04.05 BRIDGE END DRAINS(SIZE) (12") 1.000 EACH

604-10.05 CONCRETE 50.000 S.F.

604-10.42 CONCRETE REPAIRS 2,561.000 C.F.

604-10.54 CONCRETE REPAIRS 950.000 S.F.

610-07.01 12" PIPE DRAIN (BRIDGE DRAIN) 25.000 L.F.



705-06.25 THRIE BEAM BRIDGE TRANSITION MASH TL-3 5.000 EACH

705-20.25 TEMPORARY CRASH CUSHION (MASH TL-3) 2.000 EACH


712-01.05 FLAGMAN 2,000.000 HOUR

712-02.47 BRIDGE MOUNTED INTERCONNECTED PORTABLEBARRIER RAIL

890.000 L.F.


712-04.50 BARRIER RAIL DELINEATOR 28.000 EACH

Contract ID CNV215 - DAVIDSON




712-08.10 MOBILE MESSAGE SIGN UNIT W/ATTENUATOR 2,000.000 HOUR

712-09.02 REMOVABLE PAVEMENT MARKING (8" BARRIERLINE)

2,640.000 L.F.

712-09.08 REMOVABLE PAVEMENT MARKING (6" line) 17,780.000 L.F.

712-09.30 REMOVABLE BLACK-OUT TAPE (6") 11,860.000 L.F.

716-01.11 RAISED PVMT MARKERS (BI-DIRECTIONAL) (1COLOR LENS)

150.000 EACH

716-01.14 RAISED PAVEMENT MARKER REMOVAL 150.000 EACH



Contract ID CNV240 - FAYETTE

CNV240Contract ID:


Counties: FAYETTE


Contract Time:

Description: The resurfacing on S.R. 194 from west of Whispering Meadows Drive (L.M. 15.06) to S.R. 59(L.M. 23.06).

DT - 12/15/2021

STP/HSIP-194(15)24013-3231-94

STP/HSIP-194(15)24013-8231-14


202-03.01 REMOVAL OF ASPHALT PAVEMENT 2,000.000 S.Y.

203-06 WATER 95.000 M.G.

208-01.02 SHOULDER PREPARATION 15.800 L.M.



12,599.000 TON


920.000 TON


15,715.000 TON






12.030 L.M.

411-12.05 SCORING FOR CENTERLINE RUMBLE (4IN WIDTH-24IN SPACING)

8.900 L.M.






705-06.02 W BEAM GR (TYPE 2) MASH TL-3 (LONG POST) 100.000 L.F.




529.000 EACH


385.000 S.Y.




20.900 L.M.




CNV218Contract ID:


Counties: FAYETTE


Contract Time:

Description: The resurfacing on S.R. 195 from S.R. 193 (L.M. 0.00) to S.R. 76 (L.M. 7.61).

DT - 10/31/2021

STP/HSIP-195(10)24016-3207-94

STP/HSIP-195(10)24016-8207-14



203-06 WATER 4.000 M.G.



575.000 TON


36.000 TON


12.000 TON

403-02.01 TRACKLESS TACK COAT 34.000 TON

411-03.12 ACS MIX(PG64-22) THIN LIFT D ASPHALT 1,922.000 TON

411-03.42 ACS MIX(PG64-22) THIN LIFT D ASPHALT HYDRATEDLIME

2,985.000 TON


11.320 L.M.

414-04.03 ASPHALT EMULSION (SCRUB SEAL) 144.000 TON

414-04.04 MINERAL AGGREGATE (SCRUB SEAL) 1,192.000 TON








713-16.20 SIGNS (DESCRIPTION) (NARROW BRIDGE, W5-2) 4.000 EACH

713-16.50 REMOVE AND REPLACE SIGN (DESCRIPTION)(OBJECT MARKER, OM3-L)

4.000 EACH

713-16.51 REMOVE AND REPLACE SIGN (DESCRIPTION)(OBJECT MARKER, OM3-R)

4.000 EACH


411.000 EACH


10.000 EACH


50.000 S.Y.




50.000 S.Y.

716-08.05 REMOVAL OF PAVEMENT MARKING (STOP LINE) 180.000 L.F.

716-08.20 REMOVAL OF PAVEMENT MARKING (LINE) 29.400 L.M.


29.400 L.M.



Contract ID CNV244 - FENTRESS

CNV244Contract ID:


Counties: FENTRESS


Contract Time:

Description: The construction of a salt bin at 125 State Garage Road in Jamestown.

DT - 7/31/2022

NA25999-3604-04


680-01.11 SALT BIN (DESCRIPTION) (40 x 80) 1.000 EACH



Contract ID CNV220 - GILES

CNV220Contract ID:


Counties: GILES


Contract Time:

Description: The resurfacing on U.S. 31 (S.R. 7) from Bufords Station Road (L.M. 29.91) to the MauryCounty line (L.M. 37.02).

DT - 10/31/2021

STP/HSIP-7(43)28003-3230-94

STP/HSIP-7(43)28003-8230-14





100.000 TON




13.800 L.M.





542.000 EACH


111.000 EACH


418.000 S.Y.



4.000 EACH

716-04.02 PLASTIC PAVEMENT MARKING(DOUBLE TURNINGARROW)

4.000 EACH

Contract ID CNV220 - GILES


716-04.04 PLASTIC PAVEMENT MARKING (TRANSVERSESHOULDER)

1,197.000 L.F.


25.600 L.M.



Contract ID CNV245 - GRAINGER , JEFFERSON, ETC.

CNV245Contract ID:


Counties: GRAINGER, JEFFERSON, JOHNSON


Contract Time:

Description: The construction of salt bins in Thorn Hill, Dandridge and Mountain City.

DT - 7/31/2022

NA29999-3604-04

NA45999-3608-04

NA46999-3605-04


680-01.11 SALT BIN (DESCRIPTION) (40' x 125') 2.000 EACH

680-01.12 SALT BIN (DESCRIPTION) (40' x 90') 1.000 EACH



Contract ID CNV219 - GRUNDY

CNV219Contract ID:


Counties: GRUNDY


Contract Time:

Description: Miscellaneous safety improvements on U.S. 41 (S.R. 2) from near the Elk River Bridge (L.M.2.30) to the Monteagle city limits (L.M. 7.58) and on S.R. 108 from near Gap Road (L.M.21.52) to near Basham Road (L.M. 24.02).

DT - 11/15/2021

HSIP-2(272)31002-3226-94

HSIP-108(102)31007-3240-94



705-04.21 GUARDRAIL DELINEATION ENHANCEMENT 14,428.000 L.F.





713-11.02 PERFORATED/KNOCKOUT SQUARE TUBE POST 4,513.900 LB.



713-15.36 REMOVE SIGN, SUPPORT & FOOTING 1.000 EACH

716-01.23 SNOWPLOWABLE RAISED PAVEMENT MARKERS(BI-DIR)(2 COLOR)

771.000 EACH





Contract ID CNV235 - HAMILTON

CNV235Contract ID:


Counties: HAMILTON


Contract Time:

Description: The miscellaneous safety improvements on S.R. 319 from S.R. 153 (L.M. 4.35) to nearBrunswick Lane (L.M. 4.90) in Chattanooga.

DT - 5/31/2022

HSIP-319(15)33150-3232-94



713-02.15 FLEXIBLE DELINEATOR (YELLOW) 19.000 EACH


713-11.01 "U" SECTION STEEL POSTS 894.000 LB.







6.000 EACH

716-03.06 PLASTIC WORD PAVEMENT MARKING (SIGNALAHEAD)

2.000 EACH


5.000 EACH

716-04.12 PLASTIC PAVEMENT MARKING (YIELD LINE) 29.260 S.F.



261.000 L.F.



4.000 EACH




CNV208Contract ID:


Counties: HAMILTON


Contract Time:

Description: The landscaping and accent lighting on I-124 (U.S. 27, S.R. 29) from the I-24 interchange(L.M. 1.15) to south of the Tennessee River (Olgiati) Bridge (L.M. 1.95).

DT - 6/30/2023

STP-I-124-3(83)33006-3136-44



203-01 ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED) 101.000 C.Y.



209-08.03 TEMPORARY SILT FENCE (WITHOUT BACKING) 630.000 L.F.


209-40.33 CATCH BASIN PROTECTION (TYPE D) 16.000 EACH












713-16.20 SIGNS (DESCRIPTION) (DO NOT MOW) 12.000 EACH




721-01.07 1" DRIP CONTROL VALVE (RAIN BIRD XCZ-100-PRB-COM)

29.000 EACH

721-01.08 1-1/2" CONTROL VALVE (RAIN BIRD XCZ-150-LCDR) 23.000 EACH

721-01.09 1/2" DRIPLINE FLUSH VALVE (HUNTER PLD-BV) 95.000 EACH

721-01.10 DRIP INDICATOR (HUNTER ECO-ID) 52.000 EACH

721-01.11 DRIP TREE RING (RAIN BIRD XFCV-06-18) 170.000 EACH

721-01.12 1" QUICK COUPLER VALVE (RAIN BIRD 44LRC) 31.000 EACH

721-01.13 ISOLATION VALVE (CLASS 125 BRONZE) 13.000 EACH

721-01.14 1-1/2" MASTER VALVE (BUCKNER-SUPERIOR 3100) 2.000 EACH

721-01.15 1-1/2" BACKFLOW PREVENTER 2.000 EACH

721-01.16 2-WIRE DECODER CONTROLLER (RAIN BIRDLXDIVM-LXMSS-LXMMPED)

2.000 EACH

721-01.17 FIELD DECODER (RAIN BIRD FD-101-TURF) 28.000 EACH



721-01.20 CELL DATA MODEM (RAIN BIRD IQ-NCC-IQ4) 2.000 EACH

721-01.21 SENSOR DECODER (RAIN BIRD SD-210-TURF) 2.000 EACH

721-01.22 WIRELESS RAIN/FREEZE SENSOR (RAIN BIRD WR2-RFS)

2.000 EACH

721-01.23 1.5" FLOW SENSOR (CREATIVE SENSORTECHNOLOGY FSI-T15-001)

2.000 EACH

721-01.24 SURGE ARRESTOR AND 2-WIRE GROUNDING POINT(RAIN BIRD LSP01)

20.000 EACH

721-01.25 1-1/2" WATER METER 2.000 EACH

721-01.26 INLINE DRIP TUBING (RAIN BIRD XFCV-06-18) 144,600.000 L.F.

721-01.28 IRRIGATION LATERAL LINE (PVC CLASS 200 SDR 211")

11,225.000 L.F.

721-01.29 IRRIGATION LATERAL LINE (PVC CLASS 200 SDR 211-1/2")

1,534.000 L.F.

721-01.30 IRRIGATION LATERAL LINE (PVC CLASS 200 SDR 212")

156.000 L.F.

721-01.33 IRRIGATION MAINLINE (PVC CLASS 200 SDR 21 1") 533.000 L.F.

721-01.34 IRRIGATION MAINLINE (PVC CLASS 200 SDR 21 1-1/2")

960.000 L.F.



721-01.35 IRRIGATION MAINLINE (PVC CLASS 200 SDR 21 2") 4,330.000 L.F.

721-01.36 IRRIGATION MAINLINE (PVC CLASS 200 SDR 21 3") 400.000 L.F.

721-01.37 4" PVC SCHEDULE 40 (DIRECTIONAL BORE) 470.000 L.F.

721-01.38 6" PVC SCHEDULE 40 (DIRECTIONAL BORE) 115.000 L.F.

721-01.39 1-1/4" PVC SCHEDULE 40 ELECTRICALCONDUIT(DIRECT BURIAL)

5,855.000 L.F.

721-01.40 1-1/4" PVC SCHEDULE 40 ELECTRICALCONDUIT(DIRECTIONAL BORE)

585.000 L.F.

721-01.41 CONTROL WIRE CABLE (RAIN BIRD MAXI-WIRE) 6,500.000 L.F.

721-01.42 IRRIGATION DRIPLINE HEADER (RAIN BIRD XQF-1,1")

3,910.000 L.F.

724-01.01 CONDUIT (1" PVC SCHEDULE 80) (DIRECTIONALBORE)

275.000 L.F.

724-01.02 CONDUIT (1-1/4" PVC SCHEDULE 80) 20.000 L.F.

724-01.03 CONDUIT (3/4" PVC SCHEDULE 80) 50.000 L.F.

724-01.04 CONDUIT (1-1/4" GALVANIZED STEEL) 40.000 L.F.

724-01.05 CONDUIT (3/4" GALVANIZED STEEL) 30.000 L.F.

724-01.06 CONDUIT(3/4" RIGID) 120.000 L.F.

724-01.07 CONDUIT (1/2" LIQUID TIGHT) 70.000 L.F.

724-01.08 CABLE (12/2 LOW VOLTAGE) 11,600.000 L.F.

724-01.09 CABLE (10/2 LOW VOLTAGE) 1,500.000 L.F.

724-01.10 CABLE (# 10 AWG STRANDED CABLE - BLACK 120V) 3,000.000 L.F.

724-01.11 CABLE (# 10 AWG STRANDED CABLE - WHITE 120V) 3,000.000 L.F.

724-01.12 CABLE (# 10 AWG STRANDED CABLE - GREEN 120V) 3,000.000 L.F.

724-01.13 CABLE (# 8 AWG STRANDED CABLE - BLACK 120V) 2,400.000 L.F.

724-01.14 CABLE (# 8 AWG STRANDED CABLE - WHITE 120V) 2,400.000 L.F.

724-01.15 CABLE (# 8 AWG STRANDED CABLE - GREEN 120V) 2,400.000 L.F.

724-01.16 WIRE (#4 AWG 600V RATED INSULATION) 240.000 L.F.

724-01.17 WIRE (#8 AWG BARE) 150.000 L.F.

724-01.18 WIRE (#12 AWG 600V RATED INSULATION) 100.000 L.F.

724-01.19 WIRE (#6 AWG BARE) 20.000 L.F.

724-01.20 RELAY WIRING (14/2 CONTROLS WIRING) 30.000 L.F.



724-01.21 LUMINAIRES (FLOOD LIGHT) 142.000 EACH

724-01.22 LUMINAIRES (ACCENT SPOT LIGHT) 65.000 EACH

724-01.23 LUMINAIRES (GRAND ACCENT SPOT LIGHT) 39.000 EACH

724-01.24 ELECTRICAL CONNECTION 1.000 EACH

724-01.25 TRANSFORMER (360W IN-GROUND) 9.000 EACH



724-01.28 120V LARGE UNDERGROUND CONNECTION 2.000 EACH

724-01.29 120V MEDIUM UNDERGROUND CONNECTION 8.000 EACH

724-01.30 12V MEDIUM GREASE TUBE CONNECTOR 275.000 EACH

724-01.31 12V LARGE GREASE TUBE CONNECTOR 70.000 EACH

724-01.32 SMALL ELECTRICAL JUNCTION BOX 3.000 EACH

724-01.33 CIRCUIT BREAKERS (20A/1P 10K AIC) 24.000 EACH

724-01.34 CIRCUIT BREAKERS (60A/3P 10K AIC) 2.000 EACH

724-01.35 ENCLOSED PANELS (NEMA 3R RATED) 2.000 EACH

724-01.36 PHOTO CELL (NEMA 3R RATED) 2.000 EACH

724-01.37 LIGHTING CONTACTORS (NEMA 3R RATED) 4 POLE 8.000 EACH

724-01.38 WEATHERHEAD 1.000 EACH

724-01.39 GFI OUTLET 2.000 EACH

724-01.40 CONCRETE REINFORCED BOX (IN GRADE RATED12X12X12)

18.000 EACH

724-01.41 WEATHERPROOF ENCLOSURE FOR RECEPTACLE 2.000 EACH

724-01.42 SOLID COPPER GROUND ROD TRIPOD SYSTEM(3/8" ROUND)

2.000 EACH

724-01.43 ANCHOR BOLTS 492.000 EACH

724-01.44 U-CHANNEL STRUCTURAL STEEL (1-5/8") 80.000 L.F.

724-01.45 CONCRETE (3000 PSI) 246.000 C.F.

724-01.46 CONDUIT (1" PVC SCHEDULE 80) (DIRECT BURIAL) 2,500.000 L.F.

726-02.01 MAINTENANCE (1-YEAR) (IRRIGATION SYSTEM) (1) LS

726-02.02 MAINTENANCE (1-YEAR) (ACCENT LIGHTINGSYSTEM)

(1) LS



726-03.01 RECORD DRAWINGS (IRRIGATION SYSTEM) (1) LS

726-03.02 RECORD DRAWINGS (ACCENT LIGHTING SYSTEM) (1) LS

740-10.03 GEOTEXTILE (TYPE III)(EROSION CONTROL) 1,256.000 S.Y.


801-01.65 TEMPORARY MULCH 520.000 UNIT

801-06.10 SHREDDED HARDWOOD MULCH(LANDSCAPING) 3,610.000 C.Y.

802-01.10 TREES (DESCRIPTION) (ACER BUERGERIANUM'AERYN')

45.000 EACH

802-01.11 TREES (DESCRIPTION) (AMELANCHIER XGRANDIFLORA 'AUTUMN BRILLIANCE')

83.000 EACH

802-01.12 TREES (DESCRIPTION) (CEDRUS DEODARA') 44.000 EACH

802-01.13 TREES (DESCRIPTION) (CERCIS CANADENSIS'FOREST PANSY')

65.000 EACH

802-01.14 TREES (DESCRIPTION) (CRATAEGUS VIRDIS'WINTER KING')

82.000 EACH

802-01.15 TREES (DESCRIPTION) (CRYPTOMERIA JAPONICA) 30.000 EACH

802-01.16 TREES (DESCRIPTION) (ILEX 'NELLIE R. STEVENS') 119.000 EACH

802-01.17 TREES (DESCRIPTION) (JUNIPERUS VIRGINIANA'BURKII')

312.000 EACH

802-01.18 TREES (DESCRIPTION) (LAGERSTROEMIA INDICA'DYNAMITE')

92.000 EACH

802-01.19 TREES (DESCRIPTION) (LIRIODENDRONTULIPIFERA 'ARNOLD')

25.000 EACH

802-01.20 TREES (DESCRIPTION) (MAGNOLIA GRANDIFLORA'D.D. BLANCHARD')

30.000 EACH

802-01.21 TREES (DESCRIPTION) (MAGNOLIA XSOULANGIANA)

50.000 EACH

802-01.22 TREES (DESCRIPTION) (NYSSA SYLVATICA 'DAVIDODOM')

26.000 EACH

802-03.01 SHRUBS (DESCRIPTION) (CALLICARPA AMERICANA) 167.000 EACH

802-03.02 SHRUBS (DESCRIPTION) (HYDRANGEAQUERCIFOLIA 'ALICE')

51.000 EACH

802-03.03 SHRUBS (DESCRIPTION) (ILEX GLABRA'COMPACTA')

90.000 EACH



802-03.04 SHRUBS (DESCRIPTION) (ITEA VIRGINICA 'HENRY'SGARNET')

168.000 EACH

802-04.70 GROUND COVER (DESCRIPTION) (AMSONIATABERNAEMONTANA)

9,265.000 EACH

802-04.71 GROUND COVER (DESCRIPTION) (ANDROPOGONGERARDII 'RED OCTOBER')

2,587.000 EACH

802-04.72 GROUND COVER (DESCRIPTION) (PANICUMVIRGATUM 'NORTHWIND')

5,333.000 EACH

802-04.73 GROUND COVER (DESCRIPTION) (PERENNIAL MIX1)

8,764.000 EACH


20,739.000 EACH


8,873.000 EACH

802-09.01 LANDSCAPE MAINTENANCE (1-YEAR) (1) LS

802-60.99 PLANTING BED (TREES, SHRUBS, PERENNIALS) 292,000.000 S.F.

802-70.99 PLANTING BED (WILDFLOWER AND PRAIRIE GRASSSEED MIX)

227,000.000 S.F.

803-01 SODDING (NEW SOD) 940.000 S.Y.




CNV197Contract ID:


Counties: HAMILTON


Contract Time:

Description: The concrete repair using hot applied fiber reinforced polymer patching material on S.R. 2from west of Cowart Street (L.M. 7.4) to Rossville Boulevard (L.M. 8.5).

DT - 12/31/2021

NA33010-4235-04


502-03.05 HOT APPLIED FIBER-POLYMER PATCHINGMATERIAL

61,500.000 LB.



712-08.12 QUEUE PROTECTION TRUCK 30.000 DAY

712-08.20 TRUCK MOUNTED ATTENUATOR W/MSSAGE BOARD 30.000 DAY




Contract ID CNV238 - HAWKINS

CNV238Contract ID:


Counties: HAWKINS


Contract Time:

Description: The resurfacing on U.S. 11W (S.R. 1) from near Lakemont Drive (L.M. 5.00) to east ofBayside Drive (L.M. 10.29).

DT - 10/31/2021

NH/HSIP-1(430)37070-3236-94

NH/HSIP-1(430)37070-8236-14




307-01.15 ASC MIX (PG64-22) (BPMLC-HM) GRADING CS 1,905.000 TON


411-01.07 ACS MIX (PG64-22) GRADING E SHOULDER 4,177.000 TON


411-12.01 SCORING SHOULDERS (CONTINUOUS) (16INWIDTH)

11.000 L.M.

411-12.02 SCORING SHOULDERS (NON-CONTINUOUS) (16INWIDTH)

9.000 L.M.







712-05.01 WARNING LIGHTS (TYPE A) 185.000 EACH



Contract ID CNV238 - HAWKINS



799.000 EACH


799.000 EACH



16.000 EACH

716-02.08 PLASTIC PAVEMENT MARKING (8" DOTTED LINE) 10,700.000 L.F.



42.000 L.M.



Contract ID CNV241 - HAYWOOD

CNV241Contract ID:


Counties: HAYWOOD


Contract Time:

Description: The resurfacing on S.R. 54 from near Thomas Lane (L.M. 8.62) to near Thomas Street (L.M.13.62).

DT - 11/30/2021

HSIP-54(51)38005-3211-94

HSIP-54(51)38005-4211-04


202-03 REMOVAL OF RIGID PAVEMENT, SIDEWALK, ETC. 410.000 S.Y.


203-06 WATER 10.000 M.G.



1,350.000 TON


340.000 TON




1.500 L.M.


611-09.01 ADJUSTMENT OF EXISTING CATCHBASIN 37.000 EACH



701-02.06 DETECTABLE WARNING SURFACE(REHABILITATION)

184.000 S.F.



Contract ID CNV241 - HAYWOOD



430.000 EACH


120.000 EACH


160.000 EACH



1,125.000 S.Y.



20.000 EACH

716-02.07 PLASTIC PAVEMENT MARKING (24" BARRIER LINE) 725.000 L.F.


1,050.000 L.F.

716-03.03 PLASTIC WORD PAVEMENT MARKING (STOPAHEAD)

2.000 EACH


1.000 EACH


716-04.10 PLASTIC PAVEMENT MARKING (HANDICAP SYMBOL) 10.000 EACH

716-04.14 PLASTIC PAVEMENT MARKING (LANE REDUCTIONARROW)

2.000 EACH

716-05.08 PAINTED PAVEMENT MARKING (PARKING LINE) 3,100.000 L.F.



20.750 L.M.



730-14.01 SHIELDED DETECTOR CABLE 50.000 L.F.

730-14.02 SAW SLOT 1,572.000 L.F.

730-14.03 LOOP WIRE 3,344.000 L.F.


Contract ID CNV221 - KNOX

CNV221Contract ID:


Counties: KNOX


Contract Time:

Description: The resurfacing on S.R. 450 (James White Parkway) from near S.R. 158 (L.M. 1.48) to nearAnita Drive (L.M. 2.74).

DT - 10/31/2021

STP/HSIP-450(10)47450-3204-94

STP/HSIP-450(10)47450-8204-14



307-01.15 ASC MIX (PG64-22) (BPMLC-HM) GRADING CS 380.000 TON





5.000 L.M.


502-08.01 RESEALING JOINTS (HOT POURED ELASTIC) 13,598.000 L.F.










302.000 EACH

Contract ID CNV221 - KNOX



302.000 EACH

716-02.07 PLASTIC PAVEMENT MARKING (24" BARRIER LINE) 1,354.000 L.F.

716-04.07 PLASTIC PAVEMENT MARKING (EXIT ONLY ARROW) 2.000 EACH

716-04.14 PLASTIC PAVEMENT MARKING (LANE REDUCTIONARROW)

2.000 EACH



5.700 L.M.

716-12.05 ENHANCED FLATLINE THERMO PVMT MRKNG (6INDOTTED LINE)

1,686.000 L.F.

716-12.08 ENHANCED FLAT LINE THERMO (12IN BARRIERLINE)

2,709.000 L.F.



Contract ID CNV222 - LAWRENCE

CNV222Contract ID:


Counties: LAWRENCE


Contract Time:

Description: The resurfacing on U.S. 64 (S.R. 15) from west of Gore Road (L.M. 7.64) to near West GainesStreet (L.M. 12.93).

DT - 10/31/2021

NH-15(218)50002-8253-14








10.300 L.M.


9.900 L.M.








950.000 EACH


950.000 EACH



22.000 EACH

Contract ID CNV222 - LAWRENCE


716-02.12 PLASTIC PAVEMENT MARKING (8IN LINE) 0.500 L.M.



24.700 L.M.


730-03.20 INSTALL PULL BOX (TYPE A) 4.000 EACH


730-14.02 SAW SLOT 800.000 L.F.

730-14.03 LOOP WIRE 2,400.000 L.F.


Contract ID CNV248 - MARSHALL

CNV248Contract ID:


Counties: MARSHALL


Contract Time:

Description: The construction of a salt bin at 2099 Fayetteville Highway in Belfast.

DT - 7/31/2022

NA59999-3605-04


680-01.11 SALT BIN (DESCRIPTION) (80 x 125) 1.000 EACH



Contract ID CNV239 - MCMINN

CNV239Contract ID:


Counties: MCMINN


Contract Time:

Description: The resurfacing on U.S. 411 (S.R. 33) from Pine Street (L.M. 4.95) to the Monroe County line(L.M. 9.46).

DT - 10/31/2021

NH/HSIP-33(132)54009-3221-94

NH/HSIP-33(132)54009-8221-14





411-01.21 LONGITUDINAL JOINT SEALANT 23.000 L.M.



6.100 L.M.


611-01.20 ADJUSTMENT OF EXISTING MANHOLE 9.000 EACH

701-01.01 CONCRETE SIDEWALK (4 ") 369.000 S.F.


702-01 CONCRETE CURB 10.900 C.Y.










Item No. Description Quantity UnitsLS


713-16.09 RAILROAD ADVANCE WARNING SIGN ANDSUPPORT

1.000 EACH

713-16.20 SIGNS (DESCRIPTION) (ADVANCE SIDE ROADGRADE CROSSING SIGN AND SUPPORT)

2.000 EACH


368.000 EACH


373.000 EACH


130.000 EACH



96.000 S.Y.



53.000 EACH



310.000 L.F.


716-03.01 PLASTIC WORD PAVEMENT MARKING (ONLY) 2.000 EACH



1.000 EACH





23.500 L.M.


730-14.02 SAW SLOT 2,491.000 L.F.

730-14.03 LOOP WIRE 10,456.000 L.F.



Contract ID CNV224 - MONTGOMERY

CNV224Contract ID:


Counties: MONTGOMERY


Contract Time:

Description: The resurfacing on U.S. 79 (S.R. 76) from the Stewart County line (L.M. 0.00) to east of CookRoad (L.M. 5.00).

DT - 10/31/2021

NH/HSIP-76(118)63015-3221-94

NH/HSIP-76(118)63015-8221-14





255.000 TON


1,296.000 TON





8.900 L.M.


7.200 L.M.






713-02.15 FLEXIBLE DELINEATOR (YELLOW) 42.000 EACH





748.000 EACH


748.000 EACH


80.000 S.Y.



20.000 EACH





23.600 L.M.




CNV237Contract ID:


Counties: MONTGOMERY


Contract Time:

Description: Improvements on U.S. 41A (S.R. 112) at the intersection of S.R. 76 and from S.R. 76 to nearDenny Road, plus the addition of turn lanes on U.S. 41BP (S.R. 76) at Denny Road andRotary Park Drive in Clarksville.

DT - 6/30/2023

HSIP/PHSIP-112(34)63021-3222-94

STP/HIP-112(39)63021-3223-94

HSIP/PHSIP-76(96)63022-3207-94




202-01 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (1) LS



203-02.01 BORROW EXCAVATION (GRADED SOLID ROCK) 16,242.000 TON

203-03 BORROW EXCAVATION (UNCLASSIFIED) 10,124.000 C.Y.

203-04 PLACING AND SPREADING TOPSOIL 1,959.000 C.Y.

203-05 UNDERCUTTING 4,075.000 C.Y.

203-06 WATER 1,162.000 M.G.

204-08.01 BACKFILL MATERIAL (FLOWABLE FILL) 10.000 C.Y.


209-02.07 18" TEMPORARY SLOPE DRAIN 292.000 L.F.

209-03.21 FILTER SOCK (12 INCH) 1,065.000 L.F.



209-08.02 TEMPORARY SILT FENCE (WITH BACKING) 5,449.000 L.F.






209-08.09 FILTER SOCK CHECK DAM 15.000 EACH


209-40.30 CATCH BASIN PROTECTION (TYPE A) 5.000 EACH











303-01.08 MINERAL AGGREGATE, TYPE A BASE,GRADING DGRAVEL

22.000 TON


306-01.01 PORTLAND CEMENT CONCRETE BASE (PLAIN) 6" 803.000 S.Y.


1,845.000 TON


1,999.000 TON

307-01.21 ASP. CONC. MIX(PG70-22) (BPMB-HM) GR. A-S 1,103.000 TON


3,778.000 TON


4,428.000 TON






407-20.05 SAW CUTTING ASPHALT PAVEMENT 445.000 L.F.

411-01.07 ACS MIX (PG64-22) GRADING E SHOULDER 296.000 TON




0.400 L.M.


0.460 L.M.



604-01.20 BOX TUBE SAFETY RAIL 238.000 L.F.

604-07.01 RETAINING WALL (DESCRIPTION) (WALL 1) 1,435.000 S.F.

604-07.02 RETAINING WALL (DESCRIPTION) (ACCESS ROADS) 4,555.000 S.F.

607-03.02 18" CONCRETE PIPE CULVERT (CLASS III) 3,301.000 L.F.

607-05.02 24" CONCRETE PIPE CULVERT (CLASS III) 1,819.000 L.F.

607-07.02 36" CONCRETE PIPE CULVERT (CLASS III) 307.000 L.F.

607-09.30 48" PIPE CULVERT 165.000 L.F.



610-11.03 PLASTIC PIPE DRAINS (8") 28.000 L.F.

611-02.11 JUNCTION BOX, TYPE 2 1.000 EACH

611-07.01 CLASS A CONCRETE (PIPE ENDWALLS) 5.000 C.Y.

611-07.02 STEEL BAR REINFORCEMENT (PIPE ENDWALLS) 316.000 LB.
























620-05 CONCRETE PARAPET WITH STRUCTURAL TUBING 388.000 L.F.

621-03.02 18" TEMPORARY DRAINAGE PIPE 385.000 L.F.


701-02 CONCRETE DRIVEWAY 12,413.000 S.F.

701-02.02 CONCRETE DRIVEWAY (8") 646.000 S.F.

701-02.03 CONCRETE CURB RAMP 3,775.000 S.F.

702-01 CONCRETE CURB 186.000 C.Y.


703-01 PORTLAND CEMENT CONCRETE DITCH PAVING 22.000 C.Y.

705-02.02 SINGLE GUARDRAIL (TYPE 2) 1,810.000 L.F.

705-04.05 GUARDRAIL TERMINAL (TYPE-IN-LINE) 5.000 EACH


705-06.10 GR TERMINALTRAILING END (TYPE 13) MASH TL-3 1.000 EACH







709-05.05 MACHINED RIP-RAP (CLASS A-3) 1,166.000 TON

709-05.06 MACHINED RIP-RAP (CLASS A-1) 1,164.000 TON

709-05.08 MACHINED RIP-RAP (CLASS B) 226.000 TON

709-05.09 MACHINED RIP-RAP (CLASS C) 157.000 TON

710-02 AGGREGATE UNDERDRAINS (WITH PIPE) 8,661.000 L.F.

710-05 LATERAL UNDERDRAIN 1,808.000 L.F.

710-06.11 LATERAL UNDERDRAIN ENDWALL (2:1) 1.000 EACH







712-05.03 WARNING LIGHTS (TYPE C) 290.000 EACH




712-09.01 REMOVABLE PAVEMENT MARKING LINE 2,000.000 L.F.

713-02.26 CONCRETE BARRIER/PARAPET DELINEATOR 20.000 EACH

713-11.01 "U" SECTION STEEL POSTS 298.000 LB.





713-14.22 STREET NAME SIGN (SUSPENDED 0.100IN THICK) 114.000 S.F.



24.000 EACH


713-16.02 TRUCK MOUNTED IMPACT ATTENUATOR(W/FLASHING ARROW BOARD)

4.000 EACH




256.000 EACH


273.000 EACH


110.000 EACH


2,160.000 S.Y.

716-02.05 PLASTIC PAVEMENT MARKING (STOP LINE) 1,027.000 L.F.


66.000 EACH



1,357.000 L.F.




3.000 EACH

716-04.13 PLASTIC PAVEMENT MARKING (BIKELANE SYMBOL& ARROW)

1.000 EACH






716-08.06 REMOVAL OF PAVEMENT MARKING (TURN LANEARROW)

22.000 EACH

716-08.07 REMOVAL OF PAVEMENT MARKING (STRAIGHT-TURN ARROW)

5.000 EACH

716-08.11 REMOVAL OF WORD PAVEMENT MARKING(DESCRIPTION) (STRAIGHT ARROW)

21.000 EACH

716-08.12 REMOVAL OF WORD PAVEMENT MARKING(DESCRIPTION) (BIKELANE SYMBOL & ARROW)

1.000 EACH

716-09.72 WET REFLECTIVE PAVEMEMT MARKING (4"LINE) 0.150 L.M.




6.090 L.M.




40.000 L.F.


730-01.02 REMOVAL OF SIGNAL EQUIPMENT 2.000 EACH

730-01.03 MODIFICATION OF EXISTING TRAFFIC SIGNALEQUIPMENT

6.000 EACH

730-02.08 SIGNAL HEAD ASSEMBLY (130 POLE MOUNTED) 4.000 EACH



10.000 EACH


24.000 EACH


2.000 EACH

730-03.20 INSTALL PULL BOX (TYPE A) 14.000 EACH






730-09.20 SPAN WIRE ASSEMBLY 1,332.000 L.F.

730-10.01 TETHER WIRE ASSEMBLY - 1/4" DIAMETER 1,332.000 L.F.

730-12.01 CONDUIT 1" DIAMETER (PVC) 3,891.000 L.F.

730-12.02 CONDUIT 2" DIAMETER (PVC) 1,491.000 L.F.


730-12.16 CONDUIT (DESCRIPTION) (2"C - SCHEDULE 80) 1,558.000 L.F.

730-12.17 CONDUIT (DESCRIPTION) (3" C - SCHEDULE 80) 288.000 L.F.

730-13.03 VEHICLE DETECTOR (4 - CHANNEL, RACK MOUNT) 5.000 EACH



730-13.08 VEHICLE DETECTOR (DESCRIPTION) (VIDEODETECTION)

12.000 EACH

730-13.09 VEHICLE DETECTOR (DESCRIPTION) (EMERGENCYPREEMPTION)

12.000 EACH

730-14.01 SHIELDED DETECTOR CABLE 7,404.000 L.F.

730-14.02 SAW SLOT 1,427.000 L.F.

730-14.03 LOOP WIRE 4,904.000 L.F.



730-18.01 MASTER CONTROLLER 2.000 EACH

730-23.01 STEEL STRAIN POLE (SIGNAL SUPPORT) 8.000 EACH

730-23.30 PEDESTAL POLE (DESCRIPTION) (10' -PEDESTRIAN)

40.000 EACH

730-23.36 CANTILEVER SIGNAL SUPPORT (DESCRIPTION) (1ARM @ 48')

1.000 EACH


1.000 EACH


1.000 EACH

730-23.88 CANTILEVER SIGNAL SUPPORT (1 ARM @ 45') 1.000 EACH


72.000 EACH

730-35.06 BATTERY BACK-UP AND POWER CONDITIONER 2.000 EACH


740-06.01 GEOMEMBRANE 367.000 S.Y.


740-10.04 GEOTEXTILE (TYPE IV)(STABILIZATION) 10,255.000 S.Y.

740-11.02 TEMPORARY SEDIMENT TUBE 12IN 250.000 L.F.



801-01.02 CROWN VETCH MIXTURE (WITH MULCH) 59.000 UNIT


801-02 SEEDING (WITHOUT MULCH) 1.000 UNIT



801-02.15 FERTILIZER 3.000 TON




791-03.02 2IN HDPE GAS MAIN 2,340.000 L.F.



791-06.10 CONNECT TO 2IN EX. STL MAIN 1.000 EACH

791-07.01 2IN PE GAS VALVE ASSEMBLY 6.000 EACH


791-08.08 1IN PE SERVICE PIPE 130.000 L.F.

791-09.02 3-WIRE CATHODIC PROTECTION STATION 1.000 EACH

791-09.03 17LB MAGNESIUM ANODES 3.000 EACH


791-09.06 RESTORE CONCRETE 30.000 S.Y.

791-10.01 RETIRE IN PLACE 3/4IN SERV CUT & PLUG 4.000 EACH

791-10.02 RETIRE IN PLACE 1IN SERV CUT & PLUG 1.000 EACH

795-01.03 6IN DIP RESTRAINED JOINT WATER LINE 1,700.000 L.F.



795-05.01 HDD 2IN HDPE CARRIER PIPE-UNCON 120.000 L.F.

795-05.63 BORE/JACK 12IN STEEL CASING PIPE-UNCON. 110.000 L.F.




795-07.03 6IN X 6IN TAPPING SLEEVE AND VALVE 2.000 EACH








795-09.01 3/4IN WATER SERVICE METER ASSEMBLY 7.000 EACH

795-09.09 RELOCATE/RECONNECT SERVICE ASSEMBLY 8.000 EACH

795-09.10 SAMPLE TAP 4.000 EACH

795-09.60 3/4IN PEXa SERVICE PIPE 190.000 L.F.

795-09.62 1IN PEX SERVICE PIPE 190.000 L.F.

795-10.05 2IN AUTO AIR RELEASE VALVE ASSEMBLY 5.000 EACH

795-11.02 FIRE HYDRANT ASSEMBLY 2.000 EACH

795-12.01 REMOVE FIRE HYDRANT 2.000 EACH

795-13.01 DI FITTINGS 6,780.000 LB.


795-15.01 8IN STEEL CASING PIPE OPEN CUT METHOD 80.000 L.F.

795-15.07 24IN STEEL CASING PIPE OPEN CUT METHOD 40.000 L.F.

797-05.52 8IN PVC GRAVITY SEWER 6FT-12FT DEPTH 225.000 L.F.

797-05.53 8IN PVC GRAVITY SEWER 12FT-18FT DEPTH 15.000 L.F.


797-06.90 OPEN CUT 16IN STEEL CASING PIPE 80.000 L.F.



797-10.02 CONNECT 8IN SEWER TO EXIST. MANHOLE 1.000 EACH

797-10.09 CONNECT EX. 8IN SEWER TO NEW MANHOLE 1.000 EACH

797-11.20 48IN MH ADJUSTMENT DECREASE HEIGHT 3.000 V.F.


Contract ID CNV226 - OBION

CNV226Contract ID:


Counties: OBION


Contract Time:

Description: The resurfacing on S.R. 214 from near S.R. 22 (L.M. 0.81) to U.S. 51 (S.R. 3) (L.M. 7.93).

DT - 10/31/2021

STP/HSIP-214(10)66214-3205-94

STP/HSIP-214(10)66214-8205-14



203-06 WATER 15.000 M.G.



2,975.000 TON


563.000 TON


184.000 TON



411-03.41 ACS MIX(PG64-22) THIN LIFT D ASPHALT WARM MIX 2,100.000 TON


0.500 L.M.


13.750 L.M.

414-04.03 ASPHALT EMULSION (SCRUB SEAL) 145.000 TON

414-04.04 MINERAL AGGREGATE (SCRUB SEAL) 1,150.000 TON




Contract ID CNV226 - OBION



490.000 EACH


120.000 S.Y.



14.000 EACH



50.000 S.Y.


10.000 EACH

716-08.20 REMOVAL OF PAVEMENT MARKING (LINE) 23.500 L.M.


24.750 L.M.



Contract ID CNV066 - PERRY

CNV066Contract ID:


Counties: PERRY


Contract Time:

Description: The construction of a concrete Bulb-Tee beam bridge on S.R. 13 over the Buffalo River (L.M.28.33) including grading, drainage and paving.

DT - 6/30/2023

BR-STP-13(44)68001-3250-94



109-10.01 TRAINEE 2,720.000 HOUR


202-02.01 REMOVAL OF PIPE (SIZE ,STA.) (15" CMP, STA.119+31.62)

31.000 L.F.

202-02.02 REMOVAL OF PIPE (SIZE ,STA.) (15" CMP, STA.121+69.56)

28.000 L.F.


203-02.01 BORROW EXCAVATION (GRADED SOLID ROCK) 78,116.000 TON

203-03 BORROW EXCAVATION (UNCLASSIFIED) 21,411.000 C.Y.

203-04 PLACING AND SPREADING TOPSOIL 1,630.000 C.Y.

203-50 CONSTRUCTION OF HAUL ROAD (1) LS


209-02.07 18" TEMPORARY SLOPE DRAIN 75.000 L.F.


209-08.02 TEMPORARY SILT FENCE (WITH BACKING) 4,620.000 L.F.




209-08.09 FILTER SOCK CHECK DAM 7.000 EACH

209-09.03 SEDIMENT FILTER BAG (15' X 15') 4.000 EACH




303-10.01 MINERAL AGGREGATE (SIZE 57) 1,603.000 TON

303-20.02 RIVER GRAVEL 68.000 TON


1,081.000 TON


749.000 TON




411-01.07 ACS MIX (PG64-22) GRADING E SHOULDER 393.000 TON



0.700 L.M.

607-05.02 24" CONCRETE PIPE CULVERT (CLASS III) 35.000 L.F.

607-05.03 24" CONCRETE PIPE CULVERT (CLASS IV) 65.000 L.F.



611-07.01 CLASS A CONCRETE (PIPE ENDWALLS) 17.000 C.Y.

611-07.02 STEEL BAR REINFORCEMENT (PIPE ENDWALLS) 762.000 LB.

701-02 CONCRETE DRIVEWAY 764.000 S.F.

705-06.01 W BEAM GR (TYPE 2) MASH TL-3 2,617.000 L.F.

705-06.10 GR TERMINALTRAILING END (TYPE 13) MASH TL-3 8.000 EACH

705-06.11 GR TERMINAL (IN-INLINE) MASH TL-3 8.000 EACH


705-06.25 THRIE BEAM BRIDGE TRANSITION MASH TL-3 4.000 EACH

706-01 GUARDRAIL REMOVED 598.000 L.F.







709-05.08 MACHINED RIP-RAP (CLASS B) 2,977.000 TON

709-05.09 MACHINED RIP-RAP (CLASS C) 40.000 TON



712-02.60 TEMPORARY WORK ZONE CRASH CUSHION (MASHTL-3)

4.000 EACH









713-15.02 REMOVAL & RELOCATION OF SIGN & SUPPORT 2.000 EACH


713-16.20 SIGNS (DESCRIPTION) (W1-4R, REVERSE CURVESYMBOL - RIGHT)

1.000 EACH


43.000 EACH


43.000 EACH


716-05.02 PAINTED PAVEMENT MARKING (8" BARRIER LINE) 3,170.000 L.F.


2.600 L.M.


740-07.01 GEO GRID REINFORCEMENT 810.000 S.Y.

740-07.04 GEOGRID REINFORCEMENT TYPE 2 1,960.000 S.Y.


740-10.04 GEOTEXTILE (TYPE IV)(STABILIZATION) 25,307.000 S.Y.




801-01.07 TEMPORARY SEEDING (WITH MULCH) 1,470.000 UNIT

801-01.38 NATVE SEED MX FINAL STABLIZATN OF SLOPES 6.000 UNIT

801-01.65 TEMPORARY MULCH 6.000 UNIT


802-12.01 ACER NEGUNDO (BOX ELDER SEEDLNG B.R.) 25.000 EACH

802-12.16 FRAXINUS PENNSYLVANICA (GREEN ASH SEEDLNGB.R.)

25.000 EACH

802-12.17 JUGLANS NIGRA (BLACK WALNUT SEEDLNG B.R.) 25.000 EACH

802-12.40 SALIX NIGRA (BLACK WILLOW SEEDLNG B.R.) 25.000 EACH


805-12.08 700 GRAM COIR FIBER EROSION BLANKET 496.000 S.Y.

920-10.04 (DESCRIPTION) (LIVE BRANCHES) 4,000.000 EACH


202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(EXIST. BR. NO. 68-SR013-28.33)

(1) LS

204-02.01 DRY EXCAVATION (BRIDGES) 324.000 C.Y.

204-05.01 CORE DRILLING AND SAMPLING 637.000 L.F.

303-01.02 GRANULAR BACKFILL (BRIDGES) 36.000 TON

604-02.03 EPOXY COATED REINFORCING STEEL 405,745.000 LB.

604-03.01 CLASS A CONCRETE (BRIDGES) 653.000 C.Y.

604-03.02 STEEL BAR REINFORCEMENT (BRIDGES) 132,050.000 LB.

604-03.04 PAVEMENT @ BRIDGE ENDS 225.000 S.Y.

604-03.09 CLASS D CONCRETE (BRIDGE DECK) 1,481.000 C.Y.

604-04.01 APPLIED TEXTURE FINISH (NEW STRUCTURES) 5,845.000 S.Y.

604-04.41 THREE STAR STATE EMBLEM 4.000 EACH

604-05.31 BRIDGE DECK GROOVING (MECHANICAL) 5,215.000 S.Y.

604-11.01 EXPANSION DEVICE (DESCRIPTION) (ABUTMENTNO.1 AND ABUTMENT NO.2)

92.000 L.F.

606-02.03 STEEL PILES (10 INCH) 1,042.000 L.F.

606-02.06 PILE TIPS (STEEL PILES, 10 INCH) 26.000 EACH

615-01.12 PRESTRESSED CONCRETE BULB TEE BEAM (6"WEB)(BT-72)

5,440.000 L.F.



620-05.01 CONC PARAPET SINGLE SLOPE (STD-1-1SS) 2,277.000 L.F.

625-02.01 DRILLED SHAFT-SOIL (DIA.) (5'-0" DIA.) 357.000 V.F.

625-02.13 DRILLED SHAFT-ROCK (DIA.) (4'-6" DIA.) 143.000 V.F.

625-02.25 DRILLED SHAFT CASING-PERMANENT (DIA.) (5'-0"INSIDE DIA.)

126.000 V.F.

625-02.40 DRILLED SHAFT (SH-SCC) CONCRETE 332.000 C.Y.

625-02.44 DRILLED SHAFT REINFORCING STEEL 65,534.000 LB.

710-09.01 6" PERFORATED PIPE WITH VERTICAL DRAINSYSTEM

148.000 L.F.

710-09.02 6" PIPE UNDERDRAIN 40.000 L.F.

791-01.05 6IN STEEL GAS MAIN 1,400.000 L.F.






791-09.04 REGULATOR STATION 1.000 EACH

791-09.08 REMOVE REGULATOR STATION 2.000 EACH




795-01.10 12IN DIP SLIP JOINT WATER LINE 2,093.000 L.F.



795-06.37 CUT AND CAP 12IN WATER LINE 4.000 EACH


795-09.09 RELOCATE/RECONNECT SERVICE ASSEMBLY 1.000 EACH

795-09.14 3/4IN HDPE SERVICE PIPE 295.000 L.F.

795-09.28 3/4IN COPPER SERVICE PIPE 25.000 L.F.

795-11.12 RETIRE IN PLACE EXISTING WATER MAIN 1,725.000 L.F.

795-13.01 DI FITTINGS 3,000.000 LB.



795-13.03 PVC FITTINGS 2.000 LB.



Contract ID CNV231 - PUTNAM

CNV231Contract ID:


Counties: PUTNAM


Contract Time:

Description: The resurfacing on S.R. 290 from Shipley Road (L.M. 1.57) to S.R. 135 (L.M. 6.39).

DT - 10/31/2021

STP/HSIP-290(9)71038-3219-94

STP/HSIP-290(9)71038-8219-14


208-01 SHOULDERS AND DITCHES 8.400 L.M.




496.000 TON


411-01.21 LONGITUDINAL JOINT SEALANT 11.000 L.M.


411-02.14 ACS MIX(PG70-22) GRADING D VIRGIN MIX 3,686.000 TON


6.700 L.M.


611-01.20 ADJUSTMENT OF EXISTING MANHOLE 13.000 EACH


701-01.01 CONCRETE SIDEWALK (4 ") 840.000 S.F.



705-04.22 GUARDRAIL DELINEATION ENHANCEMENT (BI-DIRECTIONAL)

1,769.000 EACH











713-16.20 SIGNS (DESCRIPTION) (RIGHT LANE MUST TURNRIGHT, R3-7, 36"x36", SIGN, POST AND INSTALL)

3.000 EACH


435.000 EACH


14.000 EACH


447.000 EACH


140.000 S.Y.



9.000 EACH





180.000 L.F.




16.600 L.M.

716-12.05 ENHANCED FLATLINE THERMO PVMT MRKNG (6INDOTTED LINE)

260.000 L.F.


730-14.02 SAW SLOT 600.000 L.F.

730-14.03 LOOP WIRE 1,800.000 L.F.



Contract ID CNV184 - ROANE

CNV184Contract ID:


Counties: ROANE


Contract Time:

Description: The resurfacing (thin lift or thin lift D) on S.R. 327 from S.R. 58 (L.M. 0.00) to S.R. 61 (L.M.5.73), including bridge repair.

DT - 10/31/2021

STP/HSIP-327(8)73053-3209-94

STP/HSIP-327(8)73053-4209-04

STP/HSIP-327(8)73053-8209-14




307-01.15 ASC MIX (PG64-22) (BPMLC-HM) GRADING CS 573.000 TON



9.000 L.M.

415-01.02 COLD PLANING BITUMINOUS PAVEMENT 462.000 S.Y.


705-04.10 EARTH PAD FOR GUARD RAIL END TREATMENT 1.000 EACH




713-16.05 RAILROAD CROSS-BUCK SIGN & SUPPORT 6.000 EACH

713-16.09 RAILROAD ADVANCE WARNING SIGN ANDSUPPORT

9.000 EACH

713-16.20 SIGNS (DESCRIPTION) (RAILROAD) 12.000 EACH

713-16.50 REMOVE AND REPLACE SIGN (DESCRIPTION)(RAILROAD)

10.000 EACH


378.000 EACH

Contract ID CNV184 - ROANE



100.000 EACH


478.000 EACH


41.000 S.Y.



3.000 EACH




977.000 L.F.





604-10.50 BRIDGE DECK REPAIRS (PARTIAL DEPTH OF SLAB) 5.000 S.Y.

617-04.01 TYPE 1 THIN EPOXY OVERLAY (EPOXY-URETHANE) 1,084.000 S.Y.

411-03.07 ACS MIX(PG64-22) THIN LIFT ASPHALT 4,311.000 TON



Contract ID CNV243 - SHELBY

CNV243Contract ID:


Counties: SHELBY


Contract Time:

Description: The resurfacing on S.R. 175 from Hacks Cross Road (L.M. 17.70) to near Planters TraceLane (L.M. 20.80).

DT - 12/15/2021

STP/HSIP-175(30)79040-3240-94

STP/HSIP-175(30)79040-8240-14



203-06 WATER 75.000 M.G.



10,112.000 TON


6,440.000 TON







701-02.03 CONCRETE CURB RAMP 456.000 S.F.










174.000 EACH


444.000 EACH


618.000 EACH


1,250.000 S.Y.



27.000 EACH


1,350.000 L.F.




15.580 L.M.



Contract ID CNV225 - SMITH

CNV225Contract ID:


Counties: SMITH


Contract Time:

Description: The repair of the bridge on S.R. 141 over Smith Fork Creek (L.M. 12.68).

DT - 3/31/2022

NA80009-4233-04


202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(RISER BLOCKS, BEARINGS, EXP. JOINTS)

(1) LS



602-10.19 JACKING STEEL SPANS (1) LS

604-03.02 STEEL BAR REINFORCEMENT (BRIDGES) 1,126.000 LB.

604-03.74 CLASS X CONCRETE 15.000 C.Y.

604-10.05 CONCRETE 18.000 S.F.

604-10.40 EXPANSION JOINT REPAIRS (TYPE D) 69.000 L.F.

604-10.54 CONCRETE REPAIRS 18.000 S.F.

604-10.83 COMPOSITE FIBER ENCASEMENT 392.000 S.F.

617-02 BRIDGE DECK CRACK SEALING 146.333 L.F.

617-05 SEALANT (DESCRIPTION) (HMWM) 2.000 GAL.

621-05.02 TEMPORARY SHORING (1) LS



712-02.04 INTERCONNECTED PORTABLE BARRIER RAIL(DESCRIPTION) (LIGHTWEIGHT STEEL)

299.000 L.F.




Contract ID CNV225 - SMITH



2,060.000 L.F.

712-09.04 REMOVABLE PAVEMENT MARKING (STOP LINE) 22.000 L.F.

712-12.47 BRIDGE MOUNTED INTERCONNECTED PORTABLEBARRIER RAIL

461.000 L.F.








908-21.01 BEARINGS (DESCRIPTION) (CONCRETE BEAMELASTOMERIC)

8.000 EACH

908-21.02 BEARINGS (DESCRIPTION) (STEEL GIRDERELASTOMERIC)

8.000 EACH


Contract ID CNV227 - SULLIVAN

CNV227Contract ID:


Counties: SULLIVAN


Contract Time:

Description: The rockfall mitigation on I-81 at L.M. 19.47, L.M. 19.69 and L.M. 19.99.

DT - 4/30/2022

NH-I-81-1(131)82001-3186-14





203-11 SCALING AND TRIMMING 17,464.000 S.Y.








712-02.60 TEMPORARY WORK ZONE CRASH CUSHION (MASHTL-3)

3.000 EACH






712-08.10 MOBILE MESSAGE SIGN UNIT W/ATTENUATOR 300.000 HOUR


3,400.000 L.F.


Contract ID CNV227 - SULLIVAN





801-02 SEEDING (WITHOUT MULCH) 59.000 UNIT

805-12.01 EROSION CONTROL BLANKET (TYPE I) 6,256.000 S.Y.


Contract ID CNV242 - WILLIAMSON

CNV242Contract ID:


Counties: WILLIAMSON


Contract Time:

Description: The construction of a T.D.O.T. maintenance building at I-840 and U.S. 431 (S.R. 106) inFranklin.

DT - 3/31/2022

NA94999-3606-04


607-65.20 SITE PREPARATION 1.000 EACH

680-02.01 BUILDING (DESCRIPTION) (FOUNDATION ANDSTRUCTURE)

1.000 EACH

680-02.02 BUILDING (DESCRIPTION) (INTERIORCONSTRUCTION)

1.000 EACH



Contract ID CNV228 - WILSON

CNV228Contract ID:


Counties: WILSON


Contract Time:

Description: The signalization on S.R. 109 at Callis Road in Lebanon (L.M. 3.16).

DT - 5/31/2022

N/A95011-3223-04


209-99.91 EROSION CONTROL (1) LS








2.000 EACH

713-16.21 SIGNS (DESCRIPTION) (W3-3) 4.000 EACH



12.000 EACH



5.000 EACH

716-05.02 PAINTED PAVEMENT MARKING (8" BARRIER LINE) 1,040.000 L.F.

716-08.01 REMOVAL OF PAVEMENT MARKING (LINE) 40.000 L.F.



4.000 EACH



Contract ID CNV228 - WILSON

Item No. Description Quantity UnitsEACH


4.000 EACH


2.000 EACH


730-03.24 INSTALL PULL BOX (FIBER OPTIC-TYPE B) 1.000 EACH

730-03.41 ETHERNET SWITCH (FIELD LAYER 2) 1.000 EACH







730-13.08 VEHICLE DETECTOR (DESCRIPTION) (STOPBARRADAR)

4.000 EACH

730-13.09 VEHICLE DETECTOR (DESCRIPTION) (ADVANCERADAR)

2.000 EACH




1.000 EACH


1.000 EACH


2.000 EACH



Contract ID: CNV905

10:00 AM Projects:Letting Date: June 18, 2021 Counties: HAMILTON


Description: The miscellaneous safety improvements on Snow Hill Road from Forest Creek Lane to northof White Cypress Drive.

DT - 10/31/2021

HSIP-2207(10)33948-3463-94

Quantity Units(1) LS

202.000 C.Y.

100.000 TON

100.000 C.Y.

1,431.000 L.F.

28.000 EACH

300.000 TON

55.000 TON

36.000 TON

Contract Time:

Item No.105-01

203-01

203-02.01

203-03

209-08.02

209-08.06

303-01

307-01.01

307-01.08

402-01 0.440 TON

402-02 1.580 TON

403-01 0.290 TON

411-01.10 22.800 TON

411-12.04 9.000 L.M.

611-07.01 1.000 C.Y.

611-07.02 0.200 LB.

705-04.21 1,045.000 L.F.

710-02

DescriptionCONSTRUCTION STAKES, LINES AND GRADES ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED) BORROW EXCAVATION (GRADED SOLID ROCK) BORROW EXCAVATION (UNCLASSIFIED) TEMPORARY SILT FENCE (WITH BACKING)

ENHANCED SILT FENCE CHECK (TRAPEZOIDAL) MINERAL AGGREGATE, TYPE A BASE, GRADING D ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING A

ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING B-M2

BITUMINOUS MATERIAL FOR PRIME COAT (PC) AGGREGATE FOR COVER MATERIAL (PC)

BITUMINOUS MATERIAL FOR TACK COAT (TC) ACS MIX(PG64-22) GRADING D

SCORING FOR RUMBLE STRIPE (NON-

CONTINUOUS) (4IN WIDTH)

CLASS A CONCRETE (PIPE ENDWALLS)

STEEL BAR REINFORCEMENT (PIPE ENDWALLS) GUARDRAIL DELINEATION ENHANCEMENT

AGGREGATE UNDERDRAINS (WITH PIPE) 21.000 L.F.

Contract ID CNV905 - HAMILTONItem No. Quantity Units712-01 (1) LS

713-02.14 3.000 EACH

713-02.20 5.000 S.F.

713-02.21 555.000 L.F.

713-11.02 1,297.000 LB.

713-11.21 41.000 EACH

713-13.02 109.800 S.F.

713-13.03 198.000 S.F.

713-13.14 307.800 S.F.

716-01.10 416.000 EACH

716-02.05 162.000 L.F.

716-05.06 1.000 EACH

716-13.02 8.800 L.M.

716-13.06 0.600 L.M.

717-01 (1) LS

801-01 75.000 UNIT

801-01.07 47.000 UNIT

801-02

DescriptionTRAFFIC CONTROL

FLEXIBLE DELINEATOR (WHITE)

ROADSIDE OBSTACLE DELINEATION

SIGN POST DELINEATION ENHANCEMENT PERFORATED/KNOCKOUT SQUARE TUBE POST P POST SLIP BASE

FLAT SHEET ALUMINUM SIGNS (0.080" THICK) FLAT SHEET ALUMINUM SIGNS (0.100" THICK) FLORESCENT YELLOW SIGN SHEETING SNOWPLOWABLE REFLECTIVE MARKER PLASTIC PAVEMENT MARKING (STOP LINE) PAINTED PAVEMENT MARKING (TURN LANE ARROW)

SPRAY THERMO PVMT MRKNG (60 mil) (6IN LINE) SPRAY THERMO PVMT MRKNG (40 mil) (4IN LINE) MOBILIZATION

SEEDING (WITH MULCH)

TEMPORARY SEEDING (WITH MULCH) SEEDING (WITHOUT MULCH) 47.000 UNIT



10:00 AM

Contract ID: CNV906

Letting Date: June 18, 2021 Projects:

Counties: SHELBY


Description: The resurfacing on U.S. 72 (S.R. 57) from near Perkins Extended (L.M. 5.68) to the I-240interchange (L.M. 8.05).

DT - 12/15/2021

STP-NH/HSIP-57(79)79027-3220-94

STP-NH/HSIP-57(79)79027-8220-14

Contract Time:

Item No. Quantity Units202-03.01 4,043.000 S.Y.

203-06 21.000 M.G.

303-02 2,736.000 TON

307-01.01 1,860.000 TON

403-01 58.000 TON

411-02.10 8,734.000 TON

415-01.01 8,454.000 TON

611-09.01 26.000 EACH

701-01.01 7,089.000 S.F.

701-02.01 7,425.000 S.F.

701-02.03 228.000 S.F.

712-01 (1) LS

712-06 2,081.000 S.F.

712-07.03 60.000 L.F.

712-08.03 4.000 EACH

713-02.21 20.000 L.F.

713-15.36

DescriptionREMOVAL OF ASPHALT PAVEMENT

WATER

MINERAL AGGREGATE, TYPE B BASE, GRADING (DESCRIPTION) (C OR D)

ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING A

BITUMINOUS MATERIAL FOR TACK COAT (TC) ACS MIX(PG70-22) GRADING D

COLD PLANING BITUMINOUS PAVEMENT ADJUSTMENT OF EXISTING CATCHBASIN CONCRETE SIDEWALK (4 ")

CONCRETE CURB RAMP (RETROFIT) CONCRETE CURB RAMP

TRAFFIC CONTROL

SIGNS (CONSTRUCTION)

TEMPORARY BARRICADES (TYPE III)

ARROW BOARD (TYPE C)

SIGN POST DELINEATION ENHANCEMENT REMOVE SIGN, SUPPORT & FOOTING 1.000 EACH

Contract ID CNV906 - SHELBYItem No. Quantity Units713-16.09 1.000 EACH

713-16.20 1.000 EACH

713-16.21 2.000 EACH

716-02.03 3,689.000 L.F.

716-02.04 85.000 S.Y.

716-02.05 1,844.000 L.F.

716-02.06 56.000 EACH

716-03.01 19.000 EACH

716-03.02 5.000 EACH

716-05.20 15.701 L.M.

716-12.02 15.701 L.M.

717-01 (1) LS

730-03.20 11.000 EACH

730-12.01 290.000 L.F.

730-14.01 200.000 L.F.

730-14.02 8,486.000 L.F.

730-14.03 17,693.000 L.F.

730-26.02 9.000 EACH

730-26.12

DescriptionRAILROAD ADVANCE WARNING SIGN AND SUPPORT

SIGNS (DESCRIPTION) (GRADE CROSSING ADVANCE WARNING SIGN (W10-2)

SIGNS (DESCRIPTION) (GRADE CROSSING ADVANCE WARNING SIGN (W10-3)

PLASTIC PAVEMENT MARKING (CROSS-WALK)

PLASTIC PAVEMENT MARKING(CHANNELIZATION STRIPING)

PLASTIC PAVEMENT MARKING (STOP LINE)

PLASTIC PAVEMENT MARKING (TURN LANE ARROW)

PLASTIC WORD PAVEMENT MARKING (ONLY)

PLASTIC WORD PAVEMENT MARKING (RXR)

PAINTED PAVEMENT MARKING (6" LINE)

ENHANCED FLATLINE THERMO PVMT MRKNG (6IN LINE)

MOBILIZATION

INSTALL PULL BOX (TYPE A)

CONDUIT 1" DIAMETER (PVC)

SHIELDED DETECTOR CABLE

SAW SLOT

LOOP WIRE

PEDESTRIAN PUSHBUTTON WITH 12" SIGN

PEDESTRIAN PUSHBUTTON HORIZONTAL EXTENSION

4.000 EACH



10:00 AM

Contract ID: CNV907

Letting Date: June 18, 2021 Projects:

Counties: SHELBY


Description: The resurfacing on S.R. 57 from U.S. 64 (U.S. 70, S.R. 1) (L.M. 0.49) to Poplar Avenue (L.M.1.20).

DT - 11/30/2021

NH/HSIP-57(86)79028-3274-94

STP/HSIP-57(87)79028-3275-94

NH/HSIP-57(86)79028-8274-14

STP/HSIP-57(87)79028-8275-14

Contract Time:

Item No. Quantity Units202-03.01 667.000 S.Y.

203-06 4.000 M.G.

303-02 452.000 TON

307-01.01 184.000 TON

307-02.01 123.000 TON

403-02.01 29.000 TON

411-02.10 4,523.000 TON

415-01.01 4,125.000 TON

611-09.01 35.000 EACH

701-01.01 6,150.000 S.F.

701-02.01 6,042.000 S.F.

701-02.06 10.000 S.F.

712-01 (1) LS

712-06 1,862.000 S.F.

712-08.03

DescriptionREMOVAL OF ASPHALT PAVEMENT

WATER

MINERAL AGGREGATE, TYPE B BASE, GRADING (DESCRIPTION) (C OR D)



TRACKLESS TACK COAT

ACS MIX(PG70-22) GRADING D

COLD PLANING BITUMINOUS PAVEMENT

ADJUSTMENT OF EXISTING CATCHBASIN

CONCRETE SIDEWALK (4 ")

CONCRETE CURB RAMP (RETROFIT)

DETECTABLE WARNING SURFACE(REHABILITATION)

TRAFFIC CONTROL

SIGNS (CONSTRUCTION)

ARROW BOARD (TYPE C) 4.000 EACH

Contract ID CNV907 - SHELBYItem No. Quantity Units716-02.04 1,246.000 S.Y.

716-02.05 730.000 L.F.

716-02.06 38.000 EACH

716-02.09 1,354.000 L.F.

716-02.11 731.000 L.F.

716-03.01 19.000 EACH

716-04.05 1.000 EACH

716-05.20 6.225 L.M.

716-12.02 6.225 L.M.

716-12.05 534.000 L.F.

717-01 (1) LS

730-03.20 2.000 EACH

730-03.21 2.000 EACH

730-12.01 120.000 L.F.

730-14.01 60.000 L.F.

730-14.02 2,446.000 L.F.

730-14.03

DescriptionPLASTIC PAVEMENT MARKING(CHANNELIZATION STRIPING)

PLASTIC PAVEMENT MARKING (STOP LINE)

PLASTIC PAVEMENT MARKING (TURN LANE ARROW)

PLASTIC PAVEMENT MARKING (LONGITUDINAL CROSS-WALK)

PLASTIC PAVEMENT MARKING (6" DOTTED LINE)

PLASTIC WORD PAVEMENT MARKING (ONLY)

PLASTIC PAVEMENT MARKING (STRAIGHT ARROW)

PAINTED PAVEMENT MARKING (6" LINE)

ENHANCED FLATLINE THERMO PVMT MRKNG (6IN LINE)

ENHANCED FLATLINE THERMO PVMT MRKNG (6IN DOTTED LINE)

MOBILIZATION

INSTALL PULL BOX (TYPE A)

INSTALL PULL BOX (TYPE B)

CONDUIT 1" DIAMETER (PVC)

SHIELDED DETECTOR CABLE

SAW SLOT

LOOP WIRE 5,644.000 L.F.


Documents

Estimated Quantities -- Letting June 18, 2021 Quantities ......Jun 18, 2021 · 247.000 ton 307-01.21 asp. conc. mix(pg70-22) (bpmb-hm) gr. a-s 8.000 ton 307-02.01 asphalt concrete